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a <br />a <br />ABBREVIATIONS <br />CSP CORRUGATED STEEL PIPE <br />DIAM. DIAMETER <br />E EASTING <br />CCL GEOSYNTHETIC CLAY LINER <br />HDPE HIGH DENSITY POLYETHYLENE <br />LCRS LEACHATE COLLECTION AND RECOVERY SYSTEM <br />MSL MEAN SEA LEVEL, ZERO ELEVATION FOR LOCAL AREA <br />NAVD 88 NORTH AMERICAN VERTICAL DATUM OF 1988, GEODETIC DATUM <br />BASED ON MSL AT FATHER PO€NT/RIMOUSKI, CANADA <br />N NORTHING <br />NIC NOT IN CONTRACT <br />NTS NOT TO SCALE <br />PVC POLYVINYL CHLORIDE <br />SDR STANDARD DIMENSIONAL RATIO <br />S.S. STAINLESS STEEL <br />SYMBOLS <br />DETAIL NUMBER <br />f <br />DRAWING NUMBER s <br />ON WHICH DETAIL DRAWING NUMBER ON <br />SECTION NUMBER <br />A <br />DRAWING NUMBER ' <br />ON WHICH SECTION DRAWING NUMBER ON <br />iS REFERENCED WHICH SECTION APPEARS <br />SHEET # DWG # <br />TITLE <br />1 <br />T-1 <br />COVER SHEET <br />2 <br />C-1 <br />SITE PLAN AND EXISTING TOPOGRAPHY <br />3 <br />C-2 <br />BASE GRADING PLAN <br />4 <br />C-3 <br />OPERATIONS LAYER, ACCESS ROAD AND DRAINAGE SYSTEM GRADES <br />5 <br />C-4 <br />DETAILS 1 <br />6 <br />C-5 <br />DETAILS 11 <br />7 <br />C-6 <br />DETAILS III <br />8 <br />C-7 <br />DETAILS IV <br />9- <br />C-8 <br />DETAILS V- _ <br />_ <br />10 <br />C-9 <br />DETAILS VI <br />11 <br />C-10 <br />DETAILS VII <br />12 <br />C-11 <br />DETAILS VIII <br />13 <br />C-12 <br />HYDROSEEDING <br />14 <br />E -i <br />ELECTRICAL LEGEND AND GENERAL NOTES <br />15 <br />E-2 <br />SITE PLAN -- ELECTRICAL/MECHANICAL <br />16 <br />E-3 <br />SINGLE -UNE DIAGRAM, POWER DISTRIBUTION PANEL MODIFICATION <br />17 <br />E-4 <br />PUMP CONTROL SCHEMATIC DIAGRAMS <br />18 <br />E-5 <br />MODIFICATION TO EXISTING CONTROL PANEL <br />19 <br />E-6 <br />CONSTRUCTION DETAILS, CONTROL PANEL <br />20 <br />E-7 <br />TYPICAL CONSTRUCTION DETAILS <br />21 <br />E-8 <br />LEACHATE SYSTEM P&ID �- <br />22 <br />M-1 <br />MECHANICAL LEGEND AND GENERAL NOTES <br />23 <br />M-2 <br />MECHANICAL PLAN AND PIPING SCHEMATIC v <br />24 <br />M-3 <br />MECHANICAL DETAILS. AREA 1 PIPING RETROFITTING <br />25 <br />M-4 <br />MECHANICAL DETAILS, AREA 2 PIPING RETROFRTING <br />LEGEND <br />EXISTING (SCREENED) <br />— _- PROPOSED DRAINAGE DITCH <br />EXISTING DRAINAGE DITCH <br />COUNTYOF i Q <br />DEPARTMENT OF PUBLIC WORKS <br />STOCKTON, CALIFORNIA <br />CONSTRUCTION OF AREA 2A <br />AT THE <br />FOOTHILL SANITARY LANDFILL <br />To Be Supplemented by Standard Plans Dated May 2010 <br />3.1— HORIZONTAUVERTICAL SLOPE <br />2%_ GRADE <br />101 190 SURVEY CONTROL POINTS <br />III The Contractor shall possess a Class A license at the time this contract is awarded. <br />CHECKED <br />WO MTEC ODNSULTRIM W. 1 11/7/14 <br />COUNTY OF SAN JOAQUIN <br />Submitted to 2014 <br />MICHAEL SELLING <br />DEPUTY DIRECTOR OF PUBLIC WORKS <br />ote <br />KRZYSZTOr S. JESIONEK <br />R.C.E. 048344 <br />PROJECT MANAGER <br />GEOSYNTEC CONSULTANTS INC. <br />VICINITY MAP <br />10. REVISION BY DATE DWG <br />-1 <br />Sheat i of 25 <br />PRAECT NO. <br />M 1780 <br />ILI <br />I <br />i <br />• .. <br />. <br />.� <br />FOOTHILSANITAIRLANDFILLSTOCKTONSTOCKTON <br />• <br />WE <br />L <br />r <br />0 <br />3.1— HORIZONTAUVERTICAL SLOPE <br />2%_ GRADE <br />101 190 SURVEY CONTROL POINTS <br />III The Contractor shall possess a Class A license at the time this contract is awarded. <br />CHECKED <br />WO MTEC ODNSULTRIM W. 1 11/7/14 <br />COUNTY OF SAN JOAQUIN <br />Submitted to 2014 <br />MICHAEL SELLING <br />DEPUTY DIRECTOR OF PUBLIC WORKS <br />ote <br />KRZYSZTOr S. JESIONEK <br />R.C.E. 048344 <br />PROJECT MANAGER <br />GEOSYNTEC CONSULTANTS INC. <br />VICINITY MAP <br />10. REVISION BY DATE DWG <br />-1 <br />Sheat i of 25 <br />PRAECT NO. <br />M 1780 <br />